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Gate Concrete Products Co. PHONE: <br />(904) 757-0860 ' SHEET Z, OF 22 <br />402 Heckscher Drive Jacksonville, FL <br />32218 JOB NO 23271 <br />Program: Presto -V7.1a by LEAP Software Inc., <br />Tampa, Florida + Date 7/18/102 <br />PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: <br />813-985-9170 ) ; BY JLK <br />------------------------------------------------------------------------------- <br />DL 0.018 ksf fr 0.00 ft to 25.25 ft <br />0.00 NC TOP <br />OL 0.600 k at 8.50 ft <br />0.00 TRANS WALL <br />DL 0.100 k/ft at 8.50 ft to 0.100 k/ft at <br />18.93 ft 0.00 LG. WALL.3K/3PK <br />LL 0.040 ksf fr 8.50 ft to 25.25 ft <br />0.00 SLL BATHRM <br />DL 0.100 k/ft at 18.93 ft to 0.150 k/ft at <br />25.25 ft 0.00 LG WALL <br />------------------------------------------------------------------------------- <br />PRESTRESSED STRAND DATA <br />Losses : PCI Loss at release <br />: 0.0% Fpu,ksi : 250.00 <br />Strand ID: 3/8 -250K at final <br />: 0.0% Fpy,ksi : 225.00 <br />Area,in2 : 0.080 Hrs to release <br />24 Eps,ksi : 29000 <br />Dia,in 0.375 Days to topping <br />: 30 Rel Hum : 75% <br />Ld Ault 1.00 Days to Comp DL <br />: 60 <br />------------------------------------------------------------------------------- <br />PRESTRESSED STRAND PATTERN DATA <br />Strands : 12.00 Type : LOW RELAXATION <br />Profile : STRAIGHT <br />Pull : 0.68*fpu = 13.6k /Str <br />Template: 14 at 0.94 in 1 at 0.95 <br />in 8 at 4.75 in <br />1 at 4.76 in <br />Strand Patterns <br />Left: 11.00 at 0.94 in 1.00 at 0.95 <br />in <br />Right : Equivalent to left end pattern <br />Y-cg,in : Left= 0.94 <br />------------------------------------------------------------------------------- <br />STRAND GROUPS, SHIELDING AND PULL DATA <br />4z Sk MLA <br />Group No. of Strand Height,in Pull <br />Shielding,ft Type <br />No Strands Left ---- Depr --- Right Frac <br />Left ---Right c `� <br />1 1.00 0.95 0.95 0.95 0.68 <br />10.00 6.25 MIDSPAN Z <br />2 2.00 0.94 0.94 0.94 0.68 <br />0.00 0.00 ENDS <br />3 2.00 0.94 0.94 0.94 0.68 <br />2.00 2.00 ENDS -Xej0A*4-kb, <br />4 2.00 0.94 0.94 0.94 0.68 <br />0.00 0.00 ENDS <br />5 2.00 0.94 0.94 0.94 0.68 <br />0.00 0.00 ENDS <br />6 2.00 0.94 0.94 0.94 0.68 <br />0.00 0.00 ENDS <br />7 1.00 0.94 0.94 0.94 0.68 <br />0.00 0.00 ENDS <br />------------------------------------------------------------------------------- <br />REBAR DATA TENSION STEEL <br />SHEAR STEEL <br />Es,ksi : 29000 Fy,ksi : 60 Fs,ksi <br />: 30 Fy,ksi : 60 <br />------------------------------------------------------------------------------- <br />REBAR PATTERN DATA <br />None <br />------------------------------------------------------------------------------- <br />BEARING STEEL DATA <br />Fy,ksi : 60 Nu/Vu 0.200 <br />Length,in : 0.00 Width,in 0.00 Dist to Brg,in . 0.00 <br />Theta,min : 0.00 Theta,mix 0.00 Theta,increment : 0.00 <br />------------------------------------------------------------------------------- <br />